Finite element modelling of flexural behaviour of externally bonded CFRP reinforced concrete structures

被引：40

作者：

Buyle-Bodin, F ^{[1
]}

David, E

Ragneau, E

机构：

[1] USTL, EUDIL, F-59655 Villeneuve Dascq, France

[2] INSA, F-35043 Rennes, France

来源：

ENGINEERING STRUCTURES | 2002年 / 24卷 / 11期

关键词：

reinforced concrete; CFRP; non-linear finite element analysis; interface element; flexural behaviour;

D O I：

10.1016/S0141-0296(02)00085-8

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper focuses on the flexural behaviour of RC beams externally reinforced using Carbon Fibre Reinforced Plastics (CFRP) plates. A non-linear finite element (FE) analysis is proposed in order to complete the experimental analysis of the flexural behaviour of the beams. An elasto-plastic behaviour is assumed for reinforced concrete and interface elements are used to model the steel-concrete bond and the adhesive. The numerical analysis also includes simulations on pre-cracked beams. (C) 2002 Elsevier Science Ltd. All rights reserved.

引用

页码：1423 / 1429

页数：7

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